9274 search results for test
9300000.impl
, including tests of freshly mixed concrete, before or during the test, or both, whichever, . Visually examine all specimens representing a given test at a given age after testing, and should any, before or after testing, the entire test shall be disregarded and repeated. The test result reported shall be the average of the individual test results of the specimens tested or, in the event that one, of testing.. ** Initial time of set for MAPC will be tested in accordance with ASTM C-191
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9300000.impl.pdf?sfvrsn=dce975b3_0GL-07A
tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5 and 330-2] 15. Thetesting, will facilitate multiple tests being run simultaneously by two technicians. [Spec. 320-2] 17. Thelighting, of the laboratory testing equipment is performed in accordance with manufacturer’s recommendations, and testing equipment and supplies for performing quality control, acceptance and verification sampling and testing. [Spec. 320- 2] 20. Thegradations of incoming aggregate (including RAP and each size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-07a.pdf?sfvrsn=3a17077d_04550503.resp
Testing, then CSL testing will be required with no separate payment.” The sentence currently added to 455-23.10 does not capture this intent. “When CSL testing is requested by the Engineer, the quantity of CSL tests to be paid for will be the number of drilled shafts accepted based on CSL tests.” If this sentence is intended to address additional testing requested by the Engineer, it should, ; if the testing reveals no problem, the testing is paid as unforeseen work” Per the discussion, the CSL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/4550503.resp.pdf?sfvrsn=75f4623_04530405.FHWA
(open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, test shall have a compressive strength of at least 4,500 psi at 28 days when tested to ASTM C39, and 14 days for slow set epoxies) prior to testing. Forslow-setepoxy,anadditional test specimen shall, ) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, set epoxies) prior to testing. Forslow-setepoxy,anadditional test specimen shall be made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4530405.fhwa.pdf?sfvrsn=eb6d6cf5_04610100int
control procedures as those used for prequalification testing. 461-6.2 Long-Term Proof Load Test, have been tested as defined herein.Long-term deterioration testing requirements will be considered, /A Summary: Long-Term Deterioration (LTD) testing for multirotational bearings is being moved from, manufacturers will be required to have a valid LTD test to remain on the Production Facility Listing. Justification: LTD testing is time-consuming which can cause delays when required at the project level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4610100int.pdf?sfvrsn=c8725269_14610100ind
control procedures as those used for prequalification testing. 461-6.2 Long-Term Proof Load Test, have been tested as defined herein.Long-term deterioration testing requirements will be considered, /A Summary: Long-Term Deterioration (LTD) testing for multirotational bearings is being moved from, manufacturers will be required to have a valid LTD test to remain on the Production Facility Listing. Justification: LTD testing is time-consuming which can cause delays when required at the project level
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4610100ind.pdf?sfvrsn=4e8538e3_1Section121V2-724
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C. Field Sampling and Testing Manual, Florida Department, Qualification Testing Submit to the State Materials Office (SMO), a test report of the physical, not allow for the tensile testing of one of its straight portions, test specimens produced, and tested to verify the accuracy of suppliers' laboratory reports. Sample testing may be performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section121v2-724.pdf?sfvrsn=ba003e6c_1Section121V2-724cln
deficiencies. 12.1.6.3 Review of Product Qualification Testing Submit to the SMO, a test report, shape does not allow for the tensile testing of one of its straight portions, test specimens produced, -to-batch basis and tested to verify the accuracy of suppliers' laboratory reports. Sample testing may, identified in the producer’s QCP. Testing frequency shall be based on historical test results and may, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section121v2-724cln.pdf?sfvrsn=b3a2ba07_1Section121V2-726
and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods, deficiencies. 12.1.6.3 REVIEW OF PRODUCT QUALIFICATION TESTING Submit to the SMO, a test report, that the testing equipment is maintained and calibrated in accordance with the applicable test, . Testing frequency shall be based on historical test results and may be decreased over time, QUALITY CONTROL TESTS The QCP shall include the test methods, inspections, and minimum frequencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section121v2-726.pdf?sfvrsn=af832411_29320303.origind
test result from all three lots minus three standard deviations. n – Tests shall be conducted, for the tensile testing of one of its straight portions, test specimens produced at the same time, Requirements: Producers shall submit to the State Materials Office (SMO), a test report of the physical, of FRP reinforcing produced. Qualification testing shall be conducted by an ISO 17025 accreditedindependent laboratory approved by the Department for performing the FRP test methods. Three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9320303.origind.pdf?sfvrsn=bad5678a_01620000FHWA
, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, . Immediatelyaftercompletionofconstructionoperations,sample and test the prepared soil layer at a testing laboratory qualified under, material changes, the Engineer will require an additional sample. Test results will be averaged for each, of tolerance individual tests to a minimum of 1% organic content and pH values within an extended range, for organic content and pH are obtained. The Engineer reserves the right to take and test additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000fhwa.pdf?sfvrsn=1f04740f_01620000.FHWA
, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, . Immediatelyaftercompletionofconstructionoperations,sample and test the prepared soil layer at a testing laboratory qualified under, material changes, the Engineer will require an additional sample. Test results will be averaged for each, of tolerance individual tests to a minimum of 1% organic content and pH values within an extended range, for organic content and pH are obtained. The Engineer reserves the right to take and test additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000.fhwa.pdf?sfvrsn=f6aa45a5_01200000.origind
. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density, test or when the QC tests cannot be verified, construct a new test section. The Contractor may elect, when test results meet the following conditions: QualityControl tests must meet the specifications, and testing the material in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1200000.origind.pdf?sfvrsn=21f1c905_09160201-122origind
laboratory for testing. Provide test results to the SMO. 4. Use the newly blended binder only after, : Specification compliance testing results shall be reported for the tests in Table 916-1 below, . For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing, specification change. The changes are proposed by Wayne Rilko to update language to conform to AASHTO tests and references, and to clarify tack samples from the distributor shall be tested by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9160201-122origind.pdf?sfvrsn=f2e8bbfe_2SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 160-4.2.4 (Page 194) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp1600402sl.pdf?sfvrsn=d9ba727d_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-15) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Shared Use Path and Sidewalk Construction Modified Proctor Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp1600402sl.pdf?sfvrsn=21ad9aa0_4SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-14) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified Proctor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp1600402sl.pdf?sfvrsn=c7dcf2f_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp1600402sl.pdf?sfvrsn=ac093555_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp1600402sl.pdf?sfvrsn=e7f0d2e4_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequenc listed in the table below y . The Engineer will perform Verification sampling and tests at a inimum frequency listed in the table below. Bike/Shared Use Path m Test Name Quality Control Verification Verification for Shoulder Only, and Sidewalk Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp1600402sl.pdf?sfvrsn=65522798_0